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240                                                         Chapter 4
         layer, and the strains on it are an axial compressive strain due to the force
         and a bending strain. Because the strains on this interface should be identical,
         it follows that:





         It should  be  noticed that  the  free  strain is  compressive (according to  the
         initial assumption), whereas the axial  strain is extensional (the force   has
         the tendency of extending the top layer) as well as the bending strain (since
         the interface  fiber is  under the neutral axis of the bent beam which has  its
         center of curvature upwards,  as  shown in  Fig. 4.51  (b)).  Similar  reasoning
         explains the signs of the strain components pertaining to the interface fiber of
         the bottom layer – the right-hand side of Eq. (4.130).
             Because  there is  no  net axial  force  acting on  the  composite beam,  it
         follows that the two forces should be equal, namely:





          As also indicated in Fig. 4.51  (b), there should be a relationship between the
          bending effects produced on the right side section C-D of the form:





          The bending  moments      and      can  be  expressed  according to  the
          engineering beam theory, as:








          Equation (4.133) took into consideration that bending of the two layers takes
          place independently, about the neutral  (symmetry) axis  of each component,
          such that  both  deform  as circles  with  the same  curvature radius  R.  By
          combining Eqs. (4.130) through (4.133), the unknown radius of curvature is
          found to be:







          Equation (4.134)  is quite  generic as the free strain  can be generated by a
          variety of means, for instance thermally, piezoelectrically  or through  shape-
          memory  effects.  Each of  these  transduction solutions will be  discussed
          individually in the following.
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